Financial Ramblings
Oh man! Since the beginning of Januray, I am all over the place! I am really having a hard time writing my financial ramblings during the weekend (and the kids are sick this morning… arg!).
So here are some great reads and hopefully, I’ll be back with more energy next week 
Looking to win a book? There is a contest to win a copy of Get Financially Naked at Gather Little By Little. Just leave a comment
Intelligent Speculators makes a list of the best 2010 dividend stock picks.
Four Pillars discusses the interest effect on house pricing.
Canadian Capitalist lists the asset class returns for 2009.
You can learn more about high yield spread at Buy My Stock Picks.
January’s returns predict the rest of the year’s performance 74% of the time according to Where Does All My Money Go.
Canadian Finance Blog talks about 10 ways to save money on car rental. I know only one: DON’T RENT!
Million Dollar Journey is matching Haiti donations (up to $500)
Canadian Dreams talks about TFSA strategies.
Does size matters? At The Dividend Guy Blog.
Financial Samurai talks about the most expensive places to live in USA.
Mrs. Micah talks about opportunity costs.
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about 6 months ago
Save coupons.
By store brand items.
Shop several different stores.
Look for specials.
Stock up when something you use often is on sale.
Never shop for groceries while hungry.
Larger containers are not always the best buy.
Watch your sales receipts ,some times mistakes are made.
about 6 months ago
I have a new steel home, I built using narrow flange I beams. 3 each 50' long 24" deep and 12" wide. the colums were actually "Special moment resisting frames (smurf). No interior bearing walls so the open space was 50 x 50.
Over 500,000 lbs of concrete steel and glass went into it.
there were 9 colums and footings. each 4' square, 4' deep.
The soils are very stiff and thier bearing capacity is well over 100 psi. (over 1 million lb capacity each)
if you overexcavate below the topsoil, you should have no problem
the only down side is the amount of concrete.
you could design pilings, but drilling deep holes (about 12' deep and 24" dia) for poured piles (+ rebar) could be more of a problem.
about 6 months ago
don't get a puppy thats how you save money.
get a job